JP2020051029A - Coordinate conversion system and working machine - Google Patents

Abstract

To easily calibrate a coordinate conversion parameter from geographical coordinate system coordinates to site coordinate system coordinates in accordance with variation in satellite positioning results.SOLUTION: A coordinate conversion system having a controller 100 converting the geographical coordinate system coordinates of an optional point to a site coordinate system coordinates comprises an imaging device 19 imaging a reference point and a GNSS antenna 17 receiving a navigation signal. The controller calculates the geographical coordinate system coordinates of the imaging device on the basis of the navigation signal received by the GNSS antenna and a distance between the imaging device and the GNSS antenna, calculates a distance and an orientation from the imaging device to the reference point by applying image processing to an image of the reference point imaged by the imaging device, calculates the geographical coordinate system coordinates of the reference point on the basis of the calculated distance and orientation from the imaging device to the reference point and the calculated geographical coordinate system coordinates of the imaging device, and calibrates a coordinate conversion parameter Pr56 on the basis of the calculated geographical coordinate system coordinates of the reference point and the site coordinate system coordinates of the reference point.SELECTED DRAWING: Figure 2

Description

  The present invention relates to a coordinate conversion system that converts a geographic coordinate system coordinate of an arbitrary point into a site coordinate system coordinate using a coordinate conversion parameter, and a work machine including the coordinate conversion system.

  In information-oriented construction that applies information and communication technology to construction with work machines such as hydraulic shovels that have work machines, the construction objects to be formed with work machines based on the design data that defines the three-dimensional shape of the construction object (target Data that defines the two-dimensional shape of the surface is generated, and a technology that supports construction by a working machine based on the data of the target surface is used. This type of technology includes machine guidance (MG) that displays the positional relationship between the target plane and the work equipment on a monitor, and machine control that semi-automatically controls the work equipment so that the work equipment is held above the target plane. (MC).

  In MG and MC, the position of a control point (for example, the position of a cutting edge of a bucket located at the tip of the work machine, also referred to as a work point) set on the work machine is determined on a vehicle body coordinate system or a geographic coordinate system set on the hydraulic excavator. Accurate calculations are required. As a method for improving the calculation accuracy of the position of such a working point, there is a method using a calibration device for calibrating a plurality of parameters indicating the dimensions and the swing angle of the boom, the arm, and the bucket. For example, in Patent Document 1, coordinate conversion information is calculated based on first work point position information and second work point position information measured by an external measurement device, and a plurality of work points measured by the external measurement device are calculated. Coordinates at the position (the concept of “coordinates” in this paper is also a concept that includes each numerical value (coordinate value) that constitutes a coordinate) is converted from the coordinate system of the external measurement device to the body coordinate system of the hydraulic shovel using coordinate conversion information. And a calibration device that calculates a calibration value of a parameter based on the coordinates of the working point at a plurality of positions converted into the vehicle body coordinate system.

JP 2012-202061 A

  There are other considerations to improve the accuracy of the location of the control points of the work machine. The design data used in the computerized construction is defined on an arbitrary coordinate system (this coordinate system is referred to as “site coordinate system” in this paper) by using three-dimensional CAD software or the like. On the other hand, the position of the control point of the work machine is based on a signal (navigation signal) from a navigation satellite received by a GNSS (Global Navigation Satellite Systems) antenna mounted on the work machine and coordinates on a geographic coordinate system (for example, latitude , Longitude, ellipsoid height). Therefore, in order to implement the above-described MG and MC on the site coordinate system, it is necessary to convert the position (coordinate) of the control point of the work machine on the geographic coordinate system into coordinates on the site coordinate system. A coordinate conversion parameter set in advance is used for the coordinate conversion.

  The coordinate conversion parameters are as follows: Before starting the construction, a plurality of fixed reference points such as piles are installed so as to surround the entire work site, and the site coordinate system coordinates and geographic coordinate system coordinates are acquired for each fixed reference point, and the two types of coordinates are obtained. It is calculated based on the coordinates of the system. However, the on-site coordinate system coordinates are measured by a total station or the like, and the geographic coordinate system coordinates are measured by satellite positioning such as GNSS. The latter geographical coordinate system obtained by satellite positioning may fluctuate momentarily due to various factors such as the arrangement of satellites and the state of the ionosphere. Therefore, from the viewpoint of improving the conversion accuracy from the geographic coordinate system coordinates to the site coordinate system coordinates, it is preferable to change (calibrate) the coordinate conversion parameters in accordance with the fluctuation of the satellite positioning result.

  SUMMARY OF THE INVENTION An object of the present invention is to provide a coordinate conversion system capable of easily generating (calibrating) a coordinate conversion parameter from a geographic coordinate system coordinate to a site coordinate system coordinate in accordance with a change in satellite positioning results, and a work machine provided with the coordinate conversion system. It is in.

  The present application includes a plurality of means for solving the above-mentioned problems. To give an example, a coordinate conversion parameter generated based on the geographic coordinate system coordinates of the reference point installed in the work site and the site coordinate system coordinates is given. A coordinate conversion system including a controller for converting a geographic coordinate system coordinate of an arbitrary point into a site coordinate system coordinate using an imaging device for imaging the reference point, and a GNSS antenna for receiving a navigation signal, wherein the controller Calculates the geographic coordinate system coordinates of the photographing device based on the navigation signal received by the GNSS antenna and the distance between the photographing device and the GNSS antenna, and obtains an image obtained by photographing the reference point by the photographing device. Calculating the distance and the azimuth from the photographing device to the reference point by performing image processing, and calculating the calculated distance from the photographing device to the reference point. Calculating the geographic coordinate system coordinates of the reference point based on the distance and the azimuth and the calculated geographic coordinate system coordinates of the photographing device, and calculating the calculated geographic coordinate system coordinates of the reference point; The coordinate conversion parameters are calibrated based on the on-site coordinate system coordinates.

  According to the present invention, it is possible to easily generate a coordinate conversion parameter from the geographic coordinate system coordinates to the site coordinate system coordinates according to the fluctuation of the satellite positioning result.

FIG. 1 is an external view of a hydraulic shovel according to an embodiment of the present invention. FIG. 1 is a configuration diagram of a coordinate conversion system and a control system of a hydraulic shovel according to a first embodiment of the present invention. FIG. 4 is an explanatory diagram of a vehicle body coordinate system Co4 set on the hydraulic excavator. FIG. 4 is an explanatory diagram of a plurality of reference points set at a work site. The figure which shows an example of the reference point indicator which shows the position of a reference point, identification information, and site coordinate system coordinates. FIG. 4 is a processing flowchart executed by the controller according to the first embodiment of the present invention. FIG. 4 is a configuration diagram of a coordinate conversion system and a control system of a hydraulic shovel according to a second embodiment of the present invention. FIG. 13 is a processing flowchart executed by the data acquisition unit of the controller according to the second embodiment of the present invention. FIG. 13 is a processing flowchart executed by the information recording server according to the second embodiment of the present invention. FIG. 13 is a processing flowchart executed by the information processing unit of the controller according to the second embodiment of the present invention.

  Hereinafter, embodiments of the present invention will be described with reference to the drawings. In the following, as an example of a working machine to which the present invention is applied, a hydraulic shovel having a bucket 4 as an attachment at the tip of a working machine (a front working machine) is illustrated. However, the present invention is applied to a hydraulic shovel having an attachment other than the bucket. It does not matter. In addition, the present invention is applicable to work machines other than hydraulic excavators as long as the work machine has a work machine such as a wheel loader.

<First embodiment>
FIG. 1 is a configuration diagram of a hydraulic shovel according to an embodiment of the present invention. As shown in FIG. 1, a hydraulic shovel 1 is a multi-joint type working machine (a front working machine) configured by connecting a plurality of front members (a boom 2, an arm 3, and a bucket 4) which respectively rotate in a vertical direction. 1) and a vehicle body 1B composed of an upper revolving unit 1BA and a lower traveling unit 1BB, and the base end of the boom 2 located on the base end side of the work implement 1A is vertically turned to the front of the upper revolving unit 1BA. It is movably supported. The upper revolving unit 1BA is rotatably mounted on the upper part of the lower traveling unit 1BB. The upper revolving unit 1BA has internal parameters (for example, a focal length (f), an image sensor size (h, w), and a number of pixels (h) for taking a picture of the reference point SP installed at the work site. H, width W), unit cell size, image center coordinates, etc.) and external parameters (vertical, horizontal, and rotational angles (ie, tilt angle (pitch angle), pan angle (azimuth angle), and roll angle)). An arbitrary point using an apparent photographing device (camera) 19 and a coordinate conversion parameter Pr56 generated based on the coordinates of the geographic coordinate system Co5 of the reference point SP installed at the work site and the coordinates of the site coordinate system Co6. And a controller 100 having a function of converting the coordinates of the geographic coordinate system Co5 into the coordinates of the site coordinate system Co6. The site coordinate system Co6 is a three-dimensional coordinate system in which design data of a construction target by the excavator 1 is created.

  The image capturing device 19 is a monocular camera provided with an image sensor (image sensor) such as a charge coupled device (CCD) or a complementary metal oxide semiconductor (CMOS). The photographing device 19 outputs photographed image data to the controller 100. In addition to the image information, the photographing device 19 measures depth of arrival (distance information to the subject) using parallax, such as a stereo camera, or emits laser light or the like and measures the arrival time of the reflected light. A camera that can acquire depth information may be used instead.

  In this embodiment, the photographing device 19 is installed on the right side (the right side of the vehicle body) of the upper swing body 1BA. However, the installation position of the photographing device 19 may be on the front or rear of the vehicle body or the left side of the vehicle body. It may be installed at a location. At that time, a plurality of cameras may be installed in one place like a stereo camera. Further, the photographing device 19 has a function of making it easy to photograph the reference point by a mechanism (for example, a pan head) that can arbitrarily change the photographing direction within a predetermined range, for example, directing the photographing direction toward a later-described reference point. May be. The position (coordinates of the vehicle body coordinate system), the photographing direction, and the internal parameters of the photographing device 19 in the vehicle body coordinate system Co4, which is a three-dimensional coordinate system set for the upper swing body 1BA, are known or can be detected. Since the coordinate conversion parameters Pr14 and Pr41 of the coordinates of the photographing device coordinate system Co1 and the coordinates of the vehicle body coordinate system Co4, which are the tertiary coordinate system set in the photographing device 19, are known or detectable, they can be mutually converted. is there. The image photographed by the photographing device 19 is output to the controller 100.

  The boom 2, the arm 3, the bucket 4, the upper swing body 1BA, and the lower traveling body 1BB are respectively composed of a boom cylinder 5, an arm cylinder 6, a bucket cylinder 7, a swing hydraulic motor 8, and left and right traveling hydraulic motors 9a, 9b (hydraulic actuators). ) To form a driven member. The operation of the plurality of driven members is performed by a traveling right lever 10a, a traveling left lever 10b, an operating right lever 11a, and an operating left lever 11b installed in the cab on the upper swing body 1BA (these are referred to as the operating levers 10, 11). Is controlled by a pilot pressure generated by being operated by an operator. The pilot pressure output by operating the operation levers 10 and 11 is detected by a plurality of pressure sensors 45 and input to the controller 100 (see FIG. 2).

  The pilot pressures for driving the plurality of driven members include not only those output by operating the operation levers 10 and 11, but also the plurality of proportional solenoid valves 20 (see FIG. 2) mounted on the hydraulic excavator 1. A part (pressure increasing valve) operates and outputs regardless of the operation of the operating levers 10 and 11, or a part (pressure reducing valve) of a plurality of proportional solenoid valves 20 operates and operates the operating levers 10 and 11. The pilot pressure outputted by the above is reduced. The pilot pressures output from the plurality of proportional solenoid valves 20 (pressure increasing valve and pressure reducing valve) actuate the MC that operates the boom cylinder 5, the arm cylinder 6, and the bucket cylinder 7 according to predetermined conditions.

  The work machine 1A is provided with a boom angle sensor 12 on the boom pin and an arm angle sensor 13 on the arm pin so that the rotation angles α, β, and γ (see FIG. 3) of the boom 2, the arm 3, and the bucket 4 can be measured. The bucket angle sensor 14 is attached to the bucket link 15. The upper revolving unit 1BA includes a vehicle body front-rear tilt angle sensor 16a that detects a front-rear direction tilt angle θ (see FIG. 3) of the upper revolving unit 1BA (the vehicle body 1B) with respect to a reference plane (for example, a horizontal plane). A vehicle body left / right tilt angle sensor 16b for detecting a left / right tilt angle φ (not shown) of the vehicle body 1B) is attached.

  A first GNSS antenna 17a and a second GNSS antenna 17b are arranged on the upper swing body 1BA. The first GNSS antenna 17a and the second GNSS antenna 17b are antennas for RTK-GNSS (Real Time Kinematic-Global Navigation Satellite Systems), and receive radio waves (navigation signals) transmitted from a plurality of GNSS satellites. The distance between the imaging device 19 and the first GNSS antenna 17a and the second GNSS antenna 17b is stored in the storage device of the controller 100. Therefore, if the coordinates of the first GNSS antenna 17a or the second GNSS antenna 17b in the geographic coordinate system and the inclination angles θ and φ of the vehicle body are known, the coordinates of the imaging device 19 in the geographic coordinate system can be calculated.

  The X-axis and Z-axis shown in FIG. 3 have a point (for example, a center point) on the axis of the boom pin as the origin, the Z-axis is in the upward direction of the vehicle, the X-axis is in the forward direction of the vehicle, and the Y is in the right direction of the vehicle. This represents a vehicle body coordinate system Co4 as an axis. The vehicle body coordinate system Co4 and the geographic coordinate system Co5 can be mutually converted by using coordinate conversion parameters Pr45 and Pr54 obtained by a known method. For example, the coordinate conversion parameters Pr45 and Pr54 are known for the dimensions of the front members 2, 3, and 4 and the coordinates of the first and second GNSS antennas 17a and 17b in the vehicle body coordinate system Co4. Utilizing that the roll angle φ can be acquired by the sensors 16a and 16b, the geographical coordinate system coordinates of the first GNSS antenna 17a and the second GNSS antenna 17b by RTK-GNSS positioning and the upper revolving unit 1BA calculated from these coordinates And the azimuth in the geographic coordinate system of the front work machine 1A.

  On the screen of the display monitor 18 in the cab of the hydraulic shovel 1, the posture information of the work implement 1A calculated from the outputs of the various posture sensors 12, 13, 14, 16 and the calculation based on the reception signals of the GNSS antennas 17a, 17b are calculated. An image of the work implement 1A as viewed from the side and a cross-sectional shape of the target plane are displayed based on the position information and the like of the upper swing body 1BA thus obtained.

  FIG. 2 is a system configuration diagram of the excavator 1 according to the first embodiment. As shown in FIG. 2, the hydraulic shovel 1 of the present embodiment includes an imaging device 19, posture sensors (angle sensors) 12, 13, 14, inclination angle sensors 16a, 16b, and first and second GNSS antennas 17a, 17a. 17b, a controller 100, and a display monitor 18.

  The controller 100 is a control device having a processing device (for example, a CPU) and a storage device (for example, a semiconductor memory such as a ROM or a RAM) in which a program executed by the processing device is stored. The controller 100 according to the present embodiment transmits information and signals from external devices (for example, the imaging device 19, the input device 44 (see FIG. 9), various sensors 12, 13, 14, 16, 17, and the operation levers 10, 11). The received data is used to calculate the coordinates of the control points on the work implement 1A in the geographic coordinate system Co5 or the on-site coordinate system Co6, and to perform various calculations required therefor, and a display monitor (display device) 18 installed in the cab of the excavator 1. And various calculations relating to the operation of the excavator 1 are performed. In the storage device (ROM, RAM, etc.), recording areas such as the reference point information recording unit 25 of the calibration unit 21 and the recording unit 41 of the information processing unit 40 are secured. The specific contents of the calculation executed by the controller 100 will be described later with reference to the functional block diagram shown in FIG.

  In FIG. 2, the hydraulic excavator 1 according to the present embodiment includes an engine 57, a hydraulic pump 56 and a pilot pump (not shown) mechanically connected to an output shaft of the engine 57 and driven by the engine 57, and a pilot pump. Operating levers 10 and 11 for outputting reduced pressure oil (pilot pressure) according to an operation amount to a control valve 55 via a proportional solenoid valve 20 as a control signal for each hydraulic actuator 5-9; A plurality of pressure sensors 45 for detecting the operation amount and operation direction of the operation levers 10 and 11 by detecting the pressure value of the pilot pressure output from the operation levers 10 and 11 and the hydraulic pump 56 to each hydraulic actuator 5-9. The flow rate and direction of the hydraulic oil to be controlled are controlled by a control signal (pilot) output from the operation levers 10, 11 or the proportional solenoid valve 20. ), A plurality of pressure sensors 58 for detecting a pressure value of a pilot pressure acting on each control valve 55, and a position / posture of the work machine 1A and other vehicle information. A controller 100 for calculating a corrected target pilot pressure and outputting a command voltage capable of generating the corrected target pilot pressure to the proportional solenoid valve 20; information on a target surface formed by the working machine 1A; An input device 44 for inputting the coordinates of the point SP in the field coordinate system and the like to the controller 100 is provided.

  The torque and flow rate of the hydraulic pump 56 are mechanically controlled so that the vehicle body operates according to the target output of each hydraulic actuator 5-8.

  Although there are the same number of control valves 55 as the hydraulic actuators 5-8 to be controlled, they are collectively shown in FIG. Each control valve is acted upon by two pilot pressures that move the internal spool in one or the other axial direction. For example, a boom-up pilot pressure and a boom-down pilot pressure act on the control valve 55 for the boom cylinder 5.

  The pressure sensors 58 detect the pilot pressure acting on each control valve 55, and may have twice as many control valves. The pressure sensor 58 is provided immediately below the control valve 55 and detects a pilot pressure actually acting on the control valve 55.

  Although there are a plurality of proportional solenoid valves 20, they are collectively shown in one block in FIG. There are two types of proportional solenoid valves 20. One is a pressure reducing valve that reduces the pilot pressure input from the operating levers 10 and 11 to a desired corrected target pilot pressure specified as an output or a command voltage, and the other is a pressure reducing valve. This is a pressure increasing valve that reduces the pilot pressure input from the pilot pump to a desired corrected target pilot pressure specified by the command voltage and outputs the pilot pressure when a pilot pressure higher than the pilot pressure output by the controller 11 is required. When a pilot pressure higher than the pilot pressure output from the operation levers 10 and 11 is required with respect to the pilot pressure for a certain control valve 55, the pilot pressure is generated via the pressure-intensifying valve, and the pilot pressure is output from the operation levers 10 and 11. When a pilot pressure smaller than the set pilot pressure is required, the pilot pressure is generated via a pressure reducing valve. When no pilot pressure is output from the operating levers 10 and 11, the pilot pressure is generated via a pressure increasing valve. Generate. That is, the pressure reducing valve and the pressure increasing valve allow the pilot pressure having a pressure value different from the pilot pressure (the pilot pressure based on the operator's operation) input from the operating levers 10 and 11 to act on the control valve 55. The desired operation can be performed by the hydraulic actuator to be controlled.

  There can be a maximum of two pressure reducing valves and two pressure increasing valves for one control valve 55. For example, in this embodiment, two pressure reducing valves and two pressure increasing valves are provided for the control valve 55 of the boom cylinder 5. More specifically, a first pressure reducing valve provided in a first conduit for guiding the boom raising pilot pressure from the operation lever 11 to the control valve 55, and the boom raising pilot pressure bypassing the operation lever 11 from the pilot pump. A first pressure increasing valve provided in a second conduit leading to the control valve 55; a second pressure reducing valve provided in a third conduit leading the boom lowering pilot pressure from the operating lever 11 to the control valve 55; The hydraulic excavator 1 includes a second pressure increasing valve provided in a fourth conduit for guiding the pilot pressure from the pilot pump to the control valve 55 by bypassing the operation lever 11.

  In the present embodiment, there is no proportional solenoid valve 20 for the control valve 55 of the traveling hydraulic motors 9a and 9b and the turning hydraulic motor 8. Therefore, the traveling hydraulic motors 9a and 9b and the turning hydraulic motor 8 are driven based on the pilot pressure output from the operation levers 10 and 11.

<Configuration of controller 100>
The controller 100 calculates the geographic coordinate system coordinates of the imaging device 19 based on the navigation signals received by the GNSS antennas 17a and 17b, and captures the calculated geographic coordinate system coordinates of the imaging device 19 and the reference point by the imaging device 19. Based on the obtained image and the internal parameters of the photographing device 19, the geographic coordinate system coordinates of the reference point are calculated, and the geographic coordinate system coordinates of the calculated reference point and the coordinates of the reference point on-site coordinate system are used. The coordinate conversion parameters Pr56 and Pr65 of the coordinate system and the site coordinate system are calibrated (calculated). 2, the controller 100 includes a position and orientation detection unit 30, a calibration unit 21, and an information processing unit 40. Hereinafter, the configuration of the controller 100 will be described in detail.

  The position and orientation detection unit 30 includes a geographic coordinate system vehicle body coordinate detection unit 31 that calculates the coordinates of the upper swing body 1BA in the geographic coordinate system (the coordinates of the first GNSS antenna 17a and the second GNSS antenna 17b), and the front work machine 1A and the vehicle body 1B. And a coordinate conversion parameter calculation unit 33 that calculates coordinate conversion parameters Pr45 and Pr54 of the vehicle body coordinate system Co4 and the geographic coordinate system Co5. In order to obtain such information in the present embodiment, the position and orientation detection unit 30 includes a boom angle sensor 12, an arm angle sensor 13, a bucket angle sensor 14, a vehicle body front-back inclination angle sensor 16a, a vehicle body left-right inclination angle sensor 16b, The 1GNSS antenna 17a and the second GNSS antenna 17b are connected.

  The geographic coordinate system vehicle body coordinate detecting unit 31 detects the position of each antenna position based on the time required until radio waves (navigation signals) transmitted from a plurality of GNSS satellites are received by the first and second GNSS antennas 17a and 17b. Measure latitude, longitude and height (ellipsoid height). Thus, the position and orientation of the excavator 1 (the upper swing body 1BA) in the geographic coordinate system (world coordinate system) Co5, which is a three-dimensional coordinate system, can be calculated. Further, the geographic coordinate system vehicle body coordinate detecting unit 31 uses the distance between the imaging device 19 and the first and second GNSS antennas 17a and 17b stored in the storage device of the controller 100, in addition to the calculation result, The coordinates of the photographing device 19 in the geographic coordinate system Co5 are calculated. At this time, when the vehicle body 1B is inclined, it is preferable to consider the inclination angles θ and φ. Note that a configuration may be adopted in which the positions and heights of the first and second GNSS antennas 17a and 17b are calculated by a dedicated receiver (GNSS receiver), and the calculation results are output to the controller 100.

  The body posture detection unit 32 calculates the rotation angles α, β, and γ of the boom 2, the arm 3, and the bucket 4 in the body coordinate system Co4 from the information of the boom angle sensor 12, the arm angle sensor 13, and the bucket angle sensor 14. Then, the posture of the front work machine 1A in the vehicle body coordinate system Co4 is calculated, and the vehicle body posture detecting unit 32 calculates the posture in the front-rear direction in the geographic coordinate system Co5 based on the information of the vehicle body front-rear inclination sensor 16a and the vehicle left-right inclination sensor 16b. The attitude of the vehicle body in the geographic coordinate system Co5 is calculated by calculating the tilt angle θ (see FIG. 3) and the horizontal tilt angle φ. Since the body coordinate system Co4 and the geographic coordinate system Co5 can be mutually coordinate-transformed, if the posture of the front work machine 1A in the vehicle body coordinate system can be specified, an arbitrary control point (for example, a bucket tip) set on the front work machine 1A can be determined. Geographic coordinates can also be calculated. The azimuth of the hydraulic excavator 1 (the upper swing body 1BA) calculated by the geographic coordinate system vehicle body coordinate detecting unit 31 is located on the X axis of the vehicle body coordinate system Co4.

  Based on the position and orientation information calculated by the position / posture detection unit 30 and the geographic coordinate system body coordinate detection unit 31, the coordinate conversion parameter calculation unit 33 calculates mutual coordinate conversion parameters Pr45, Pr45, of the vehicle body coordinate system Co4 and the geographic coordinate system Co5. Calculate Pr54 and output it to the controller 100 installed in the cabin of the vehicle body 1B.

  The calibration unit 21 calculates the geographic coordinate system coordinates of the reference point from the image captured by the imaging device 19 and the information output from the position and orientation detection unit 30, and performs coordinate conversion based on the calculation result and the on-site coordinate system coordinates of the reference point. The parameters Pr56 and Pr65 are calculated (calibrated).

  The calibration unit 21 includes a reference point recognition unit 22, a geographic coordinate system reference point coordinate calculation unit 23, a site coordinate system reference point coordinate acquisition unit 24, a reference point information recording unit 25, and a coordinate conversion parameter calculation unit 26. Have. The calibration unit 21 includes an image photographed by the photographing device 19, coordinate conversion parameters Pr45 and Pr54 of the vehicle body coordinate system Co4 and the geographic coordinate system Co5 output by the position and orientation detection unit 30, and a reference output from the input device 44. The coordinate information of the point in the site coordinate system Co6 is input, and a coordinate conversion parameter for converting the coordinates of the geographic coordinate system Co5 to the coordinates of the site coordinate system Co6 is output.

  The reference point recognition unit 22 determines whether or not the reference point SP at the work site is captured in the image captured by the image capturing device 19 using an image processing technique such as pattern matching.

  The reference point SP is a point whose coordinates in the site coordinate system Co6 are known, and is written on an arbitrary object fixedly installed at a predetermined position in the work site. Usually, a plurality of reference points SP1 to SP12 are provided so as to surround the work site as shown in FIG. The reference point (SPn) may be attached to the ground or the wall. The object set as the reference point SPn is an object having characteristics such as a predetermined size, color, pattern, shape, and property, and includes a pile, a nail, a marker, and the like. In addition, the marker referred to here is a marker that reflects light of a specific wavelength, a marker that reflects light in a specific direction, an AR marker used in AR (Augmented Reality) technology, and a two-dimensional code such as a QR code (registered trademark). May be included markers.

  FIG. 5 shows an example of the reference point indicator having the reference point SPn. The reference point indicator of FIG. 5 includes a stake struck on the ground and a plate mounted on the stake. On the surface of the plate, the identification information (12) of the reference point SP12, the coordinates (X = 22.4, Y = 48.0, H = 101.2) of the reference point SP12 in the field coordinate system Co6, and the reference point A triangular marker indicating the position of SP12 is described. The lower end of the triangular marker in FIG. 5 is the position of the reference point SP12. It is assumed that each reference point SP1-12 in FIG. 4 is provided with a reference point indicator as shown in FIG. The identification information of the reference point SP and the coordinates of the site coordinate system may be embedded in the marker. The on-site coordinate system reference point coordinate acquisition unit 24, which will be described later, reads the name of the reference point written on the plate of the reference point indicator and the on-site coordinate system coordinates of the reference point from the image captured by the imaging device 19.

  The reference point recognition unit 22 of the present embodiment determines whether or not the reference point SP is included in the image captured by the image capturing device 19 using the triangular marker of the reference point indicator illustrated in FIG. Specifically, the reference point recognizing unit 22 detects an area (triangular area) where a triangular marker appears in the captured image using an image processing program such as edge detection, and determines the shape of the detected triangular area. The shape of a triangular marker (template pattern) stored in advance in a storage device in the controller 100 is subjected to pattern matching. Then, when the matching rate of the two exceeds a predetermined threshold, the reference point recognition unit 22 determines that the triangular area detected in the captured image corresponds to a triangular marker, and the reference point It is determined that the SP is captured.

  The geographical coordinate system reference point coordinate calculation unit 23 performs image processing on an image obtained by capturing the reference point SP by the imaging device 19 to determine the distance and orientation from the imaging device 19 to the reference point SP recognized by the reference point recognition unit 22. The reference point SP recognized by the reference point recognition unit 22 in the geographic coordinate system Co5 is calculated based on the distance and the azimuth and the geographic coordinate system coordinates of the photographing device 19 calculated by the geographic coordinate system vehicle body coordinate detection unit 31. Calculate coordinates.

  First, in the present embodiment, the geographic coordinate system reference point coordinate calculation unit 23 detects the size and distortion of the triangular area recognized by the reference point recognition unit 22, and detects the size and distortion of the triangular marker (template pattern template) stored in advance. The relative position between the imaging device 19 and the reference point SP is calculated by comparing the shape and the size of the reference point SP. Estimation of the distance and direction using a marker whose size is known can be realized by a known method. For example, a marker area (triangle area) is extracted by extracting a vertex of a triangle surrounded by three edges from a captured image using contour line extraction by image processing. The extracted area is normalized, and the position at which the degree of similarity to the template pattern takes the maximum value by pattern matching is set as the position of the marker (that is, the reference point SP). Since the coordinates (position) of the photographing device 19 in the vehicle body coordinate system Co4 are known, the relative position between the photographing device 19 and the reference point SP determined as described above, that is, the distance and azimuth (roll) between the photographing device 19 and the reference point SP (Angle, pitch angle, azimuth angle), the coordinates of the reference point SP in the vehicle body coordinate system Co4 can be calculated.

  Next, the geographic coordinate system reference point coordinate calculation unit 23 converts the coordinates of the reference point SP in the vehicle body coordinate system Co4 into coordinates in the geographic coordinate system Co5. This coordinate conversion can be performed by multiplying the coordinates of the reference point SP in the vehicle body coordinate system Co4 by the matrix Mt45 (that is, the coordinate conversion parameter Pr45). The matrix Mt45 can be calculated by a known method, and can be, for example, a rotation matrix for rotating coordinates based on a roll angle, a pitch angle, and an azimuth. The calculated coordinates of the reference point SP in the geographic coordinate system Co5 are output to the reference point information recording unit 25.

  In this embodiment, the distance and direction between the photographing device 19 and the reference point SP are calculated by pattern matching. However, the distance and direction of the reference point SP are obtained from a photographed image of the photographing device 19 using image processing. Any other method is acceptable. For example, a stereo camera that can generate a parallax image from images captured by a plurality of cameras whose distances are known and calculate the distance to the reference point SP may be used as the imaging device 19.

  The on-site coordinate system reference point coordinate acquisition unit 24 is a unit that executes a process of acquiring the coordinates in the on-site coordinate system Co6 of the reference point SP for which the coordinates of the geographic coordinate system Co5 have been calculated by the geographic coordinate system reference point coordinate calculation unit 23. is there. There are a plurality of patterns in the method of acquiring the coordinates of the reference point SP in the site coordinate system Co6. For example, the site coordinate system reference point coordinate acquisition unit 24 calculates the site coordinates of the reference point SP included in the image of the photographing device 19. It can be obtained by reading information on system coordinates by image recognition. Specifically, when an actual numerical value is displayed as in the reference point display device of FIG. 5, it may be read using image recognition, or the reference point display device may display the actual coordinates of the reference point. When a two-dimensional code or a marker in which the information of the system coordinates is embedded is displayed, the two-dimensional code or the marker may be searched on the image captured by the image capturing device 19 and the embedded site coordinate system may be read. When the identification information of the reference point SP is displayed as in the case of the reference point indicator, the identification information is read from the image and the coordinates of the reference point SP corresponding to the identification information in the site coordinate system are read from the reference point information recording unit 25. But it is good. Further, for example, a message for inputting the on-site coordinate system coordinates of the reference point may be displayed on the display monitor 18, and the operator may input the on-site coordinate system coordinates via the input device 44. Note that the identification information of the reference point includes an ID or name uniquely set for the reference point, and the coordinates of the site coordinate system.

  The reference point information recording unit 25 is a part that records reference point information. The reference point information includes the geographic coordinate system coordinates of the reference point calculated by the geographic coordinate system reference point coordinate calculation unit 23 and the site coordinate system coordinates of the reference point acquired by the site coordinate system reference point coordinate acquisition unit 24. And may include identification information (ID and name) uniquely assigned to each reference point. The coordinates of the reference point in the geographical coordinate system Co4 calculated by the geographical coordinate system reference point coordinate calculator 23 are input to record the reference point information, and output to the site coordinate system reference point coordinate acquirer 24 and the coordinate conversion parameter calculator 26. I do. In the initial state, the reference point information recording unit 25 records the reference point information used for the coordinate conversion parameter calculation in the initial state based on the input from the input device 44. If the number of reference points increases or decreases during construction, information on the corresponding reference points is added or deleted from the input device 44.

The coordinate conversion parameter calculation unit 26 uses the geographic coordinate system coordinates and the site coordinate system coordinates of the plurality of reference points recorded in the reference point information recording unit 25 to perform mutual coordinate conversion parameters between the geographic coordinate system Co5 and the site coordinate system Co6. Calculate (calibrate) Pr56 and Pr65. The coordinate conversion parameters Pr56 and Pr65 can be calculated by a known method, for example, a conversion matrix composed of at least one of a translation matrix, a rotation matrix, and a scaling matrix. To briefly describe the calculation of the coordinate conversion parameter P56, for example, a coordinate conversion parameter from a geographical coordinate system is based on a coordinate Bk in a known three-dimensional rectangular coordinate system (for example, a plane rectangular coordinate system or a geocentric rectangular coordinate system in Japan). Assuming that the coordinates of the geographical coordinate system of the point are converted, the converted coordinates are Bk (Xk, Yk, Zk), and the on-site coordinate system of the reference point is Pk (xk, yk, zk). Pk as follows. In the following equation, Poffset is a translation matrix, R is a rotation matrix, S is an enlargement / reduction matrix, and δk is an error, and these are coordinate transformation parameters.
Bk = Poffset + R · Pk + S · Pk + δk

Then, for n (n is 2 or more) reference points in which the geographic coordinate system coordinates and the site coordinate system coordinates are recorded in the reference point information recording unit 25, a coordinate conversion parameter that minimizes the sum of δk ² is minimized. It is determined by the square method. Then, the coordinate conversion parameter Pr56 can be calculated from the calculated coordinate conversion parameter and the coordinate conversion parameter used first for conversion to the coordinate Bk. Although the coordinate conversion parameters Pr56 and Pr65 are calculated using the reference point information of a plurality of reference points recorded in the reference point information recording unit 25, all the reference point information need not be used.

  The coordinate conversion parameters Pr56 and 65 calculated by the coordinate conversion parameter calculation unit 26 are output to the information processing unit 40.

  The information processing unit 40 converts the vehicle body position information in the geographical coordinate system output from the position and orientation detection unit 30 into the on-site coordinate system coordinates based on the coordinate conversion parameter Pr56 output from the calibration unit 21, and In accordance with the coordinates of the vehicle body coordinate system, computerized construction data input from the input device 44, and operation input information (detection values of the pressure sensor 45) input from the operation levers 10 and 11, information to be presented to the operator and driving assistance are provided. Calculate control information. The information presented to the operator is output to the display monitor 18, and the control information for driving assistance is output to the proportional solenoid valve 20, realizing an information presenting function and a driving assistance function.

  The information processing unit 40 includes a recording unit 41, a site coordinate system coordinate conversion unit 46, an information presentation control unit 42, and a driving support control unit 43. The information processing unit 40 inputs information from the calibration unit 21, the position and orientation detection unit 30, the input device 44, and the pressure sensor 45, and outputs information to the display monitor 18 and the proportional solenoid valve 20.

  The recording unit 41 records the coordinate conversion parameter Pr56 input from the calibration unit 21 and the computerized construction data input from the input device 44. Each time the coordinate conversion parameter Pr56 is calibrated by the calibrating unit 21, it is recorded in the recording unit 41, and is used for the control executed by the information presentation control unit 42 and the driving support control unit 43. The computerized construction data is data having three-dimensional information for providing an information presentation function by the information presentation control unit 42 and a driving assistance function by the driving assistance control unit 43. Target surface shape data (including target surface data and work machine entry-prohibited region data. All of the computerized construction data are used to control the hydraulic cylinders 5, 6, and 7 so that the front work machine 1A is prevented from entering. Used for

  The on-site coordinate system coordinate conversion unit 46 calculates the vehicle body position on the on-site coordinate system Po6 based on the coordinate conversion parameter Pr56 recorded in the recording unit 41, based on the vehicle body position information in the geographic coordinate system Co5 input from the position and orientation detection unit 30. Convert to information. The vehicle body position information input from the position / posture detection unit 30 includes, for example, the geographic coordinate system coordinates of the revolving unit 1BA and the posture information of the front work machine 1A and the vehicle body 1B detected by the posture sensors 12-14, 16. There is a geographic coordinate system coordinate of a control point (for example, a bucket tip) set on the front work machine 1A based on the coordinates. In addition, based on the orientation of the revolving unit 1BA in the geographic coordinate system and the posture information of the vehicle body 1B detected by the posture sensor 16, the geographical point of the control point (for example, the rear end of the upper revolving unit 1BA) set on the vehicle body 1B. There are coordinate system coordinates.

  The information presentation control unit 42 calculates display information to be presented to the operator based on the position information and the computerized construction data of the control points converted into the site coordinate system coordinates by the site coordinate system coordinate conversion unit 46, and displays the information on the display monitor. 18 is output. The display information includes, for example, an image of the front work machine 1A as viewed from the side, a cross-sectional view of the target plane shape data on the XZ plane (target plane), various sensor values detected by the position / posture detection unit 30, a tip of the bucket 4 ( The distance from the control point) to the target plane may be included.

  The driving support control unit 43 uses the hydraulic cylinders 5 and 5 to support the operation of the operator based on the position information and the computerized construction data of the control points converted into the site coordinate system coordinates by the site coordinate system coordinate conversion unit 46. A control signal for operating 6 and 7 is calculated and output to the proportional solenoid valve 20. The control signal is, for example, to limit the movement of the hydraulic cylinders 5, 6, 7 so that the control point (for example, bucket tip) of the front work machine 1A does not enter the target plane, or to control the vehicle body including the front work machine 1A. The movement of the hydraulic cylinders 5, 6, 7, the traveling hydraulic motors 9 a, 9 b, and the turning hydraulic motor 8 is controlled so as to stop or avoid the vehicle from colliding with an obstacle.

<Controller processing flow>
Next, a flow of a process in which the controller 100 (the calibration unit 21) calibrates the coordinate conversion parameter Pr56 will be described with reference to FIG. The controller 100 (calibration unit 21) repeatedly executes the coordinate conversion parameter calibration process at a predetermined cycle (for example, at intervals of several minutes).

  When the process of FIG. 6 is started, in step S1, first, the controller 100 (reference point recognition unit 22) determines whether or not a reference point exists in an image captured by the image capturing device 19 using image recognition. Is determined. If there is no reference point in the image captured by the image capturing device 19, the process ends. If there is a reference point, the process proceeds to the next step S2.

  In step S2, the controller 100 (geographic coordinate system reference point coordinate calculation unit 23) uses the geographic coordinate system at the shooting time of the image used in step S1 based on the information input from the imaging device 19 and the position and orientation detection unit 30. The coordinates of the reference point at Co5 are calculated, and the process proceeds to step S3.

  In step S3, the controller 100 (site coordinate system reference point coordinate acquisition unit 24) acquires the site coordinate system coordinates of the reference point obtained by calculating the coordinates of the geographic coordinate system Co5 in step S2, and proceeds to step S4. In step S3, specifically, a method in which the operator directly inputs with the input device 44, a geographical coordinate within a predetermined range from the geographical coordinate system calculated in S2 among the reference points recorded in the reference point information recording unit 25, The on-site coordinate system coordinates are acquired by a method of acquiring the on-site coordinate system coordinates of the reference point having the coordinate system coordinates, a method of reading information from the image of the reference point photographed by the photographing device 19 and acquiring the on-site coordinate system coordinates, or the like.

  In step S4, the controller 100 (calibration unit 21) stores, in the reference point information recording unit 25, the correspondence between the geographic coordinate system coordinates of the reference point calculated in step S2 and the on-site coordinate system coordinates of the reference point acquired in step S3. The relationship is updated, and the process proceeds to step S5.

  In step S5, the controller 100 (the coordinate conversion parameter calculation unit 26) uses the geographic coordinate system and the site coordinate system based on the geographic coordinate system coordinates and the site coordinate system coordinates of the reference point recorded in the reference point information recording unit 25. (For example, the above Poffset (translation matrix), R (rotation matrix), S (enlargement / reduction matrix) and δk (error)) and coordinate conversion parameter Pr65 are calculated, and this is processed by the information processing unit 40. And the process is terminated.

<Action and effect>
In the system including the controller 100, the photographing device 19, and the GNSS antennas 17a and 17b as described above, the photographing device 19 can photograph the reference point SPn to acquire the geographic coordinate system coordinates of the reference point SPn. Even if the positioning result (geographic coordinate system coordinates) by the GNSS fluctuates due to the arrangement, the ionospheric situation, etc., the geographic coordinate system coordinates of the reference point SPn in the latest situation can be easily acquired. As a result, the coordinate conversion parameter Pr56 from the geographic coordinate system Co5 to the site coordinate system Co6 can be quickly calibrated using the latest geographic coordinate system coordinates, so that the calibrated coordinate conversion parameter Pr56 is used for control by the hydraulic excavator 1. By doing so, the calculation accuracy of the control points of the excavator 1 and the construction accuracy by the excavator 1 can be improved.

  Further, in the above-mentioned system, a marker in which information of the coordinates of the reference point in the field coordinate system is embedded is displayed on the reference point display, and the marker is photographed by the photographing device 19 together with the reference point SPn and restored by image processing. Then, not only the geographical coordinate system coordinates of the reference point SPn but also the on-site coordinate system coordinates can be easily acquired by the imaging device 19. Thereby, the coordinate conversion parameter Pr56 can be calculated more quickly.

  Further, if the controller 100 is configured to control the direction of the photographing device 19 so that the reference point is always included in the photographing range of the photographing device 19, the reference point is always included in the photographing range of the imaging device 19 regardless of the photographing. Will be included. Therefore, it becomes easy to calculate the coordinate conversion parameter Pr56 at a desired timing.

  Further, in the above embodiment, since the system including the controller 100, the photographing device 19, and the GNSS antennas 17a and 17b is mounted on the excavator 1, the coordinate conversion parameter Pr56 after calibration is quickly transmitted to the controller of the excavator 1. , And control using the coordinate conversion parameter Pr56 can be performed without delay. Thereby, the positional relationship between the control point (bucket toe) of the front work machine 1A and the target surface on the display monitor 18 by the information presentation control unit 42 can be accurately displayed, and the hydraulic actuators 5, 6, 7 by the driving support control unit 43 can be displayed. , 8, 9 control accuracy can be improved.

<Second embodiment>
FIG. 7 shows the system of the present embodiment. The main difference between the present embodiment and the first embodiment is that the information recording server 101 is added, and the on-site coordinate system reference point coordinate identification unit 104 and the coordinate conversion parameter updating unit 47 are added in the controller 100 (100A). That is, the reference point information recording unit 25 (25A) and the coordinate conversion parameter calculation unit 26 (26A) in the controller 100 in the first embodiment have been moved to the information recording server 101.

  The same parts as those in the first embodiment are denoted by the same reference numerals, and the description may be appropriately omitted. The parts with the suffix “A” added to the reference numerals are configured to execute processing different from that of the first embodiment. The illustration of the engine 57, the hydraulic pump 56, the control valve 55, the pressure sensor 58 and the actuators 5, 6, 7, 8, 9 shown in FIG. 2 is omitted.

  As shown in FIG. 7, the system according to the present embodiment includes an imaging device 19, a controller 100A, an information recording server 101, an input device 44, a pressure sensor 45, a proportional solenoid valve 20, and a display monitor 18. ing. The imaging device 19, the controller 100A, the input device 44, the pressure sensor 45, the proportional solenoid valve 20, and the display monitor 18, excluding the information recording server 101, are mounted on the hydraulic excavator 1.

<Controller (Part 1)>
The controller 100A includes a data acquisition unit 102, an information processing unit 40A, and a position and orientation detection unit 30.

  The data acquisition unit 102 includes a reference point recognition unit 22, a geographic coordinate system reference point coordinate calculation unit 23A, and a site coordinate system reference point coordinate identification unit 104.

  The geographic coordinate system reference point coordinate calculation unit 23A calculates the coordinates of the reference point SP recognized by the reference point recognition unit 22 in the geographic coordinate system Co5, and outputs the result to the information recording server 101.

  The on-site coordinate system reference point coordinate identification unit 104 acquires the identification information (reference point identification information) of the reference point SP for which the coordinates of the geographic coordinate system Co5 have been calculated by the geographic coordinate system reference point coordinate calculation unit 23A and obtains the information recording server. Output to 101. There are a plurality of patterns for acquiring the reference point identification information. For example, the on-site coordinate system reference point coordinate identification unit 104 acquires the reference point identification information included in the image of the photographing device 19 by reading the image by image recognition. it can. Specifically, when the reference point identification information (12) is displayed as in the reference point indicator of FIG. 5, it may be read from the image and the identification information may be output. In the case where the shape or pattern of the reference point has reference point identification information, such as when a marker including a two-dimensional code is used as the reference point, the information is obtained from the image captured by the image capturing device 19. You may recognize by image recognition. Further, for example, a message for inputting the reference point identification information may be displayed on the display monitor 18, and the operator may input the reference point identification information via the input device 44. The reference point identification information includes an ID and name uniquely set for the reference point, and the coordinates of the site coordinate system. In the case where the reference point indicator has field coordinate system coordinate information as shown in FIG. 5, among the reference point information recorded in the reference point information recording unit 25, the reference point identification of the reference point having the same field coordinate system coordinate is performed. Information may be obtained.

<Information recording server>
The information recording server 101 is installed, for example, in a building of a management center that manages a plurality of excavators 1 operating at a certain work site, and communicates with a controller 100A of the plurality of excavators 1 via a wireless communication network. Connected for communication. The information recording server 101 is a computer having a processing device (for example, a CPU) and a storage device (for example, a semiconductor memory such as a ROM or a RAM) in which a program executed by the processing device is stored. In a storage device (ROM, RAM, or the like) in the information recording server 101, recording areas such as the reference point information recording unit 25A and the coordinate conversion parameter recording unit 103 are secured. The information recording server 101 includes a reference point information recording unit 25A, a coordinate conversion parameter calculation unit 26, and a coordinate conversion parameter recording unit 103. Note that, in the present embodiment, the data acquisition unit 102 and the information recording server 101 in the controller 100A are configured to calculate a coordinate conversion parameter Pr56 for converting a geographic coordinate system into a site coordinate system (the calibration unit in the first embodiment). 21).

  The reference point information recording unit 25A stores the coordinates of the reference point in the geographic coordinate system Co5 calculated by the geographic coordinate system reference point coordinate calculation unit 23A and the reference point identification information acquired by the site coordinate system reference point coordinate identification unit 104. Is recorded as a set of reference point information. The reference point information recording unit 25A records the coordinates of each reference point in the site coordinate system Co6 and the reference point identification information. The reference point identification information input from the site coordinate system reference point coordinate identification unit 104 is used as a key. Thus, the coordinates of the reference point in the site coordinate system can be acquired. Accordingly, the reference point information recording unit 25A stores the geographic coordinate system coordinates of the reference point calculated by the geographic coordinate system reference point coordinate calculation unit 23 and the reference point identification information acquired by the site coordinate system reference point coordinate identification unit 104. In addition, the field coordinate of the reference point having the reference point identification information can be recorded as a set of reference point information.

  The coordinate conversion parameter calculation unit 26A determines that the geographic coordinate system coordinates of the reference point recorded in the reference point information recording unit 25A have changed (that is, the geographic coordinate system coordinates of the reference point transmitted from the controller 100A indicate the transmission of the change). If the data is different from the data recorded immediately before in the reference point information recording unit 25A), the mutual coordinate conversion parameters of the geographic coordinate system Co5 and the site coordinate system Co6 using the geographic coordinate system coordinates and the site coordinate system coordinates of the reference point. Calculate (calibrate) Pr56 and Pr65. The coordinate conversion parameters Pr56 and 65 calculated by the coordinate conversion parameter calculation unit 26A are output to the coordinate conversion parameter recording unit 103.

  The coordinate conversion parameter recording unit 103 records the coordinate conversion parameters calculated by the coordinate conversion parameter calculation unit 26A together with the calculation time (that is, the update time).

<Controller (Part 2)>
The information processing unit 40A includes a recording unit 41, a coordinate conversion parameter updating unit 47, a site coordinate system coordinate conversion unit 46, an information presentation control unit 42, and a driving support control unit 43.

  The coordinate conversion parameter updating unit 47 checks whether or not the coordinate conversion parameters recorded in the coordinate conversion parameter recording unit 103 of the information recording server 101 have been updated at predetermined time intervals. The latest coordinate conversion parameter recorded in the coordinate conversion parameter recording unit 103 of 101 is acquired and output to the recording unit 41.

  The recording unit 41 records the coordinate conversion parameters Pr56 input from the coordinate conversion parameter update unit 47 and the computerized construction data input from the input device 44. The coordinate conversion parameter Pr56 is used for control performed by the information presentation control unit 42 and the driving support control unit 43.

<Processing flow of controller and information recording server>
Next, referring to FIGS. 8, 9, and 10, the data acquisition unit 102 of the controller 100A, the information recording server 101, and the information processing unit 40A of the controller 100A calibrate the coordinate conversion parameter Pr56, and The flow of processing for updating the coordinate conversion parameter Pr56 recorded in the recording unit 41 will be described. Note that these processes are repeatedly executed at a predetermined cycle (for example, at intervals of several minutes).

  First, the processing in the data acquisition unit 102 of the controller 100A will be described with reference to FIG.

  When the process of FIG. 8 is started, in step S101, first, the controller 100A (reference point recognition unit 22) determines whether or not a reference point exists in an image captured by the image capturing device 19 using image recognition. Is determined. If there is no reference point in the image captured by the image capturing device 19, the process ends, and if there is a reference point, the process proceeds to step S102.

  In step S102, the controller 100A (geographic coordinate system reference point coordinate calculation unit 23) calculates the distance and azimuth from the photographing device 19 to the reference point SP by performing image processing on the image used in step S101. The coordinates of the reference point in the geographical coordinate system Co5 at the image capturing time of the image are calculated based on the azimuth and direction, and the geographical coordinate system coordinates of the image capturing apparatus 19 calculated by the geographical coordinate system vehicle body coordinate detecting unit 31, and step S103. Proceed to.

  In step S103, the controller 100A (site coordinate system reference point coordinate identification unit 104) acquires the reference point identification information of the reference point for which the geographic coordinate system coordinates have been calculated in S102, and proceeds to step S104. More specifically, a method in which the operator directly inputs with the input device 44, and the geographic coordinate system coordinates within a predetermined range from the geographic coordinate system coordinates calculated in S102 among the reference points recorded in the reference point information recording unit 25 are used. The on-site coordinate system coordinates of the reference point are acquired by a method of acquiring the reference point identification information of the reference point, a method of reading information from the image of the reference point captured by the imaging device 19, and acquiring the reference point identification information.

  In step S104, the controller 100A (data acquisition unit 102) associates the geographic coordinate system coordinates of the reference point calculated in step S102 with the reference point identification information acquired in step S103, and associates the information with the information recording server 101 (reference point The information is transmitted to the information recording unit 25A) and the process ends.

  Next, processing in the information recording server 101 will be described with reference to FIG.

  When the process of FIG. 9 is started, in step S204, the information recording server 101 (reference point information recording unit 25A) first transmits the identification information of the reference point and the geographic coordinate system coordinates transmitted from the controller 100A (data acquisition unit 102). The coordinates of the geographic coordinate system of the reference point received and recognized by the controller 100A (data acquisition unit 102) are recorded, and the process proceeds to step S205.

  In step S205, the information recording server 101 determines in step S6 if the geographic coordinate system coordinates of the reference point recorded in the reference point information recording unit 25A in step S204 have been updated to coordinates different from the coordinates recorded immediately before. The process proceeds to if the update is not performed.

  In step S206, the information recording server 101 (the coordinate conversion parameter calculation unit 26) acquires from the reference point information recording unit 25A the site coordinate system coordinates of the reference point that has received the geographic coordinate system coordinates in step S204, and obtains the reference point. A coordinate conversion parameter Pr56 for converting the geographic coordinate system Co5 to the site coordinate system Co6 is calculated based on the geographic coordinate system coordinates and the site coordinate system coordinates.

  In step S207, the information recording server 101 records the coordinate conversion parameter Pr56 calculated in step S206 in the coordinate conversion parameter recording unit 103, and ends the processing.

  Next, processing in the controller 100A (information processing unit 40A) will be described with reference to FIG.

  When the process of FIG. 10 is started, in step S308, the controller 100A (the coordinate conversion parameter updating unit 47) updates the coordinate conversion parameter Pr56 recorded in the coordinate conversion parameter recording unit 103 of the information recording server 101 at predetermined time intervals. Check if it is. Specifically, the controller 100A transmits a signal for inquiring whether the coordinate conversion parameter Pr56 has been updated to the information recording server 101, and determines whether there is an update based on a response signal transmitted from the information recording server 101. It should be noted that the controller 100A may determine whether there is an update by receiving a signal notifying the presence or absence of the update at a predetermined time interval from the information recording server 101. If the coordinate conversion parameter Pr56 has been updated, the process proceeds to step S309, and if not, the process ends.

  In step S309, the controller 100A (the coordinate conversion parameter updating unit 47) instructs the information recording server 101 to transmit the latest coordinate conversion parameter Pr56 recorded in the coordinate conversion parameter recording unit 103. The coordinate conversion parameter Pr56 transmitted from the information recording server 101 is stored in the recording unit 41 (a storage device such as a ROM or a RAM), and the process ends.

<Action and effect>
In the above configuration, the controller 100A of the plurality of excavators 1 existing at the work site and the information recording server 101 are connected via a network, and at least the geographic coordinate system coordinates of the reference point and the reference point identification information are transmitted from each controller 100A. It is transmitted to the recording server 101. Then, when there is a change in the geographic coordinate system coordinates of the reference point transmitted from each controller 100A, the information recording server 101 changes the coordinate conversion parameter Pr56 based on the geographic coordinate system coordinates of the reference point and the site coordinate system coordinates. The calculation is performed, and the coordinate conversion parameter Pr56 is recorded in the coordinate conversion parameter recording unit 103 in the information recording server 101 to update the data. Each controller 100A inquires of the information recording server 101 at predetermined intervals whether or not the coordinate conversion parameter Pr56 has been updated. When there is an update, the controller 100A downloads the latest coordinate conversion parameter Pr56 from the information recording server 101 and updates the latest coordinate conversion parameter Pr56. The coordinate conversion parameter Pr56 can be used for control in the information presentation control unit 42 and the driving support control unit 43.

  Accordingly, there is a hydraulic excavator (for example, the second hydraulic excavator in FIG. 4) in which a reference point (reference point indicator) cannot be photographed by the photographing device 19 among the plurality of hydraulic excavators 1 operating at the work site. Even if the geographical coordinate system (satellite positioning results) fluctuates due to a change in the satellite configuration during the impossible period, another hydraulic excavator that can capture any reference point (reference point indicator) during that period The coordinate conversion parameter Pr56 calibrated by the information recording server 101 based on the geographic coordinate system coordinates acquired by the (eg, the first hydraulic excavator in FIG. 4) can be downloaded. In other words, even when a certain excavator 1 cannot photograph the reference point, the coordinate conversion parameter Pr56 updated (calibrated) based on information from another excavator 1 capable of photographing the reference point can be quickly used. Therefore, the calculation accuracy and construction accuracy of the control points of the entire hydraulic excavator operating at the work site can be improved.

  Also, in the above embodiment, since the information recording server 101 integrally manages the on-site coordinate system coordinates of the reference point, the excavator 1 does not need to register or store the on-site coordinate system coordinates of the reference point. And the operation burden on the operator can be reduced.

  In the above embodiment, when the information recording server 101 notifies the controller 100A of each excavator 1 that the coordinate conversion parameter Pr56 has been calibrated, the controller 100A of each excavator 1 makes the calibrated The coordinate conversion parameter Pr56 is received, and the coordinate conversion of the control point is performed using the received coordinate conversion parameter Pr56. As a result, when the coordinate conversion parameter Pr56 is updated, the coordinate conversion parameter Pr56 is immediately downloaded to the controller 100A of each excavator 1 and can be used immediately for various controls.

<Others>
It should be noted that the present invention is not limited to the above embodiments, and includes various modifications without departing from the gist thereof. For example, the present invention is not limited to one having all the configurations described in the above embodiment, but also includes one in which a part of the configuration is deleted. Further, a part of the configuration according to one embodiment can be added to or replaced by the configuration according to another embodiment.

  For example, in the first embodiment described above, the embodiment in which the coordinate conversion system including the controller 100, the imaging device 19, and the GNSS antennas 17a and 17b are mounted on the excavator 1, but the configuration thereof is essential. It is not a matter. That is, apart from the excavator 1, a coordinate conversion system including the controller 100, the photographing device 19, and the GNSS antennas 17a and 17b is provided, and the system is configured to transmit the coordinate conversion parameters calculated there to the excavator 1. May be. The same applies to the second embodiment. A plurality of coordinate conversion systems including the controller 100, the photographing device 19, and the GNSS antennas 17a and 17b are provided in the work site, and the coordinate conversion parameters calculated there are transmitted to the information recording server-101. The system may be configured to perform

  In the second embodiment, the reference point information recording unit 25A and the coordinate conversion parameter calculation unit 26A are provided on the information recording server 101 side, but they may be provided on the controller 100A side as in the first embodiment. That is, a configuration may be adopted in which the controller 100A calculates the coordinate conversion parameter Pr56, transmits only the coordinate conversion parameter Pr56 to the information recording server 101, and records the coordinate conversion parameter Pr56 in the coordinate conversion parameter recording unit 103.

  In the second embodiment, the controller 100A transmits identification information (reference point identification information) that does not include the coordinates of the reference point in the site coordinate system to the information recording server 101. However, the controller 100A performs the first embodiment instead of the reference point identification information. As in the embodiment, a configuration for transmitting the coordinates of the reference point in the site coordinate system may be adopted.

  In the second embodiment, the information recording server 101 (the coordinate conversion parameter calculation unit 26A) determines whether or not the geographic coordinate system of the reference point has changed. However, the geographic coordinate system reference point of the controller 100A of each excavator 1 determines. The system may be configured such that the coordinate calculation unit 23A determines whether or not there is a change, and transmits the geographic coordinate system coordinates to the information recording server 101 only when there is a change.

  In each of the above embodiments, each excavator 1 finally performs various controls by the information presentation control unit and the driving support control unit based on the on-site coordinate system coordinates. May be executed based on the control. That is, the system may be configured to use not only the coordinate conversion parameter Pr56 for converting the geographic coordinate system Co5 to the site coordinate system Co6 but also the coordinate conversion parameter Pr65 for converting the site coordinate system Co6 to the geographic coordinate system Co5.

  In addition, the components related to the controllers 100 and 100A and the server 101 and the functions and execution processes of the components are partially or wholly implemented by hardware (for example, a logic for executing each function is designed by an integrated circuit). Etc.). Further, the configuration relating to the controllers 100 and 100A and the server 101 is a program (software) that is read and executed by an arithmetic processing unit (eg, CPU) to realize each function relating to the configuration of the controller / server. Is also good. Information relating to the program can be stored in, for example, a semiconductor memory (flash memory, SSD, etc.), a magnetic storage device (hard disk drive, etc.), a recording medium (magnetic disk, optical disk, etc.), and the like.

  Further, in the description of each of the above embodiments, the control lines and the information lines are understood to be necessary for the description of the embodiment, but all the control lines and the information lines related to the product are not necessarily required. Does not necessarily mean that In fact, it can be considered that almost all components are interconnected.

  DESCRIPTION OF SYMBOLS 1 ... Hydraulic excavator (work machine), 1A ... Work machine (front work machine), 1B ... Body, 1BA ... Upper revolving body, 1BB ... Lower traveling body, 2 ... Boom, 3 ... Arm, 4 ... Bucket, 5 ... Boom Cylinder, 6 ... arm cylinder, 7 ... bucket cylinder, 10, 11 ... operating lever, 12 ... boom angle sensor (posture sensor), 13 ... arm angle sensor (posture sensor), 14 ... bucket angle sensor (posture sensor), 16 ... tilt angle sensor (posture sensor), 17 ... GNSS antenna, 18 ... display monitor (display device), 19 ... photographing device, 20 ... proportional solenoid valve, 100 ... controller, 101 ... information recording server

Claims (9)

A controller is provided for converting the geographic coordinate system coordinates of an arbitrary point into the site coordinate system coordinates using the geographic coordinate system coordinates of the reference point installed at the work site and the coordinate conversion parameters generated based on the site coordinate system coordinates. In the coordinate transformation system,
A photographing device for photographing the reference point,
A GNSS antenna for receiving navigation signals,
The controller is
Calculating a geographic coordinate system coordinate of the imaging device based on a navigation signal received by the GNSS antenna and a distance between the imaging device and the GNSS antenna;
By performing image processing on an image of the reference point captured by the imaging device, the distance and the azimuth from the imaging device to the reference point are calculated,
Calculating the geographic coordinate system coordinates of the reference point based on the calculated distance and orientation from the imaging device to the reference point and the calculated geographic coordinate system coordinates of the imaging device;
A coordinate conversion system, wherein the coordinate conversion parameters are calibrated based on the calculated geographic coordinate system coordinates of the reference point and the coordinates of the reference point on site. The coordinate transformation system according to claim 1,
Information of the coordinates of the reference point on site is embedded in a marker installed at the reference point;
The photographing device photographs the marker together with the reference point,
The coordinate conversion system according to claim 1, wherein the controller obtains an on-site coordinate system of the reference point based on an image of the reference point and the marker captured by the imaging device. The coordinate transformation system according to claim 1,
The controller associates the geographic coordinate system coordinates of the reference point calculated by the controller with identification information of the reference point, and outputs the information to a server connected to the controller via a network. Coordinate transformation system. The coordinate transformation system according to claim 1,
The coordinate conversion system, wherein the controller performs coordinate conversion using the calibrated coordinate conversion parameters when the coordinate conversion parameters are calibrated by the controller. The coordinate transformation system according to claim 1,
The photographing device can rotate up, down, left and right,
The controller according to claim 1, wherein the controller controls an orientation of the photographing device so that the reference point is always included in a photographing range of the photographing device. A work machine provided with the coordinate conversion system according to claim 1,
A revolving structure to which the GNSS antenna is attached;
A working machine mounted on the revolving unit and driven by a hydraulic cylinder;
A posture sensor for detecting the posture of the work machine,
The controller is
Calculating the geographic coordinate system coordinates of the revolving superstructure based on the navigation signal received by the GNSS antenna;
Calculating geographic coordinate system coordinates of a control point set in the work machine based on the geographic coordinate system coordinates of the revolving structure and posture information of the work machine detected by the posture sensor;
Using the coordinate conversion parameters calibrated by the controller to convert the geographic coordinate system coordinates of the control point into site coordinate system coordinates;
A work machine characterized by displaying on a monitor a positional relationship between the control point and a predetermined target plane in the coordinates of a site coordinate system. 7. The work machine according to claim 6,
The work machine, wherein the controller controls the hydraulic cylinder so that the work machine is located above the target surface. 7. The work machine according to claim 6,
The controller associates the geographic coordinate system coordinates of the reference point calculated by the controller with identification information of the reference point, and outputs the information to a server connected to the controller via a network. Coordinate transformation system. 9. The work machine according to claim 8,
The controller is configured to calibrate the coordinate conversion parameters from the geographic coordinate system coordinates of the reference point and the site coordinate system coordinates when the geographic coordinate system coordinates of the reference point are updated. A coordinate conversion system receiving the calibrated coordinate conversion parameter and performing coordinate conversion of the control point using the received coordinate conversion parameter.

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